C/o link road from Kothewala bridge to Ghuttanpur Patlion Surajpur road km 0/0 to 2/515. (SH C/O embankment right side approaches and extension of 2.00 mtrs span RCC slab culvert at RD 0/450) under NABARD RIDF-XXI.

Amount

Earth work in excavation for structure as per drawing and technical specifications clause 305.1 including setting out , construction of shoring and bracing, removal of stumps and other deletarious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in treches with excavated suitable material including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Providing and laying cement concrete 1:4:8( 1 cement :4 sand : 8 graded stone aggregate of 20 mmnominal size) for plain/reinforced concrete in open foundation complete as per drawing and technical specification clauses 802,803,1202 and 1203. including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Providing and laying concrete 1:3:6 for plain/reinforced concrete in open foundations complete as per drawing and technical specifications clause 802,803,1202 & 1203. P.C.C. grade M-10 including carriage of materials with in all leads, lifts and other incidentals complete as per entire satisfaciton of the Engineer-in-Charge.

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical Specification clauses 802,803,1202 & 1203 RCC grade M:20 1:2:4 (one cement : two Sand: 4 graded stone aggregate of 20 mm nominal size)with in all leads, lifts and carriage as per direction and entire satisfection of Engineer in Charge.

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical Specification clauses 802,803,1202 & 1203 RCC grade M:20 1:1.5:3 (one cement : one and half Sand: three graded stone aggregate of 20 mm nominal size)with in all leads, lifts and carriage as per direction and entire satisfection of Engineer in Charge.

Construction of Embankment with approved material obtained from borrow pits with a lift upto 1.50mtrs transporting to site, spreading, grading to the required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5.including carriage of material within all leads, lifts and other incidentals complete as per direction and entire satisfaction of Engineer in charge.

Wire creates of G.I. wire filled with boulders with square cut faces against the wire G.I. wire 4mm thick (four milimetre) (corresponding to SWG-8) in 10cmx10cm (ten centimetres into ten centimetre) mesh (diagonal dimensions) including hauling of material in all leads ,lifts as per the direction of Engineer -in- Charge. Stone boulders used shall weight not less than 25 kg each.

Construction of granular sub base by providing well graded material spreading in uniform layers with tractor mount grader on prepared surface mixing by mix in place method with rotavator at OMC and compacting with smooth wheel rollar to achieve the desired density,complete as per technical specification clause 401 for grading I material including carriage of material within all leads, lifts and other incidentals complete as per direction and entire satisfaction of Engineer in charge.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405 within all leads, lifts and other incidentals complete as per direction and entire satisfaction of Engineer in charge.

Providing, laying , spreading and compacting graded stone aggregates to wet mix macadam specification including spreading the material with water at OMC in mechanical mixute(Pug mill) carriage of material by tipper to site, laying in uniform layer in sub base/base course on a well prepared sub base compacting with smooth wheel roller of 80-100KN weight to achieve the desired density including lighting,barricating and maintenance of diversion etc.as per table 400.11 and 400.12 and material specification claused 406 by mechanical means including haulage of material within all leads, lifts and other incidentals complete as per direction and entire satisfaction of Engineer in charge. By mechanical means.

Providing and applying priming coat with bitumen emulsion (SS-1) at the rate of 0.70k to 1.00 kg (zero point seven zero to one point zero kilogram) per square metre of the prepared granular surface cleaned with hydraulic broom as per Technical specification Clause 502 including hauling/ carriage of materials through alll modes of transportation with in all leads and lifts as per direction of the Engineer-in-Charge.

Providing and applying tack coat with bitumen emulsion(RS-1) using emulsion distributor at the rate of 0.25 kg to 0.30 kg per square meter in the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503 including hauling/ carriage of materials through alll modes of transportation with in all leads and lifts as per direction of the Engineer-in-Charge.

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Bitumen (S-90)/ VG-10 including hauling/ carriage of materials through alll modes of transportation with in all leads and lifts as per direction of the Engineer-in-Charge.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 Type B Bitumen VG-10 including hauling/ carriage of materials through alll modes of transportation with in all leads and lifts as per direction of the Engineer-in-Charge.

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clauses 802,803,1202 and 1203. RCC Grade M:25(1:1.5:3) including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Supplying, fitting and placing HYSD bars reinforcement in superstructure complete as per drawing and technical specification clauses 1002,1010 and 1202 including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Providing and laying concrete 1:2.5:5 for plain/reinforced concrete in open foundations complete as per drawing and technical specifications clause 802,803,1202 & 1203. P.C.C. grade M-15 including carriage of materials with in all leads, lifts and other incidentals complete as per entire satisfaciton of the Engineer-in-Charge.

Providing and laying filter media with granular crushed aggregate crushed aggregate as per specification to a thickness of not less than 600mm (six hundred millimetres)with smaller size towards the soil and bigger size towards the wall and providing over entire surface behind abutment,wing wall, return wall to the full height compacted to firm condition complete as per drawing and technical specification clauses 1204.3.8 with in all leads, lifts and carriage as per direction and entire satisfection of Engineer in Charge.

IQUBAL

Avtar Singh

Randhir Singh

Islam

Budh Raj Singh

DINESH KUMAR GUPTA

SANCHIT GOEL